Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/151671
Title: A study on the debris flow-induced impact force on check dam with- and without-entrainment
Authors: Lee, Kwangwoo
Kim, Yongmin
Ko, Junyoung
Jeong, Sangseom
Keywords: Engineering::Civil engineering
Issue Date: 2019
Source: Lee, K., Kim, Y., Ko, J. & Jeong, S. (2019). A study on the debris flow-induced impact force on check dam with- and without-entrainment. Computers and Geotechnics, 113, 103104-. https://dx.doi.org/10.1016/j.compgeo.2019.103104
Journal: Computers and Geotechnics
Abstract: The magnitude of debris-flow impact force with soil layer entrainment was analyzed using a coupled Eulerian-Lagrangian (CEL) technique in ABAQUS. To consider the entrainment of the soil layer, the shear strength of the soil layer was changed from a solid-state to a fluid state according to the deviatoric plastic strain. The applicability of the coupled Eulerian-Lagrangian (CEL) method to the analysis of debris flows with impact force on check dams was verified by comparing the analysis with laboratory tests. The result was clearly show that the analysis is in good agreement with the laboratory data. In addition, the analyses with entrainment and without entrainment were conducted to analyze the effect of the entrainment on the impact force. As a result, the impact force of the debris flows considering the entrainment process was more extensive than it was without entrainment. This rigorous Finite Element (FE) analysis method can specify the potential influence of debris flows, and it can estimate the dynamic impact force on check dams.
URI: https://hdl.handle.net/10356/151671
ISSN: 0266-352X
DOI: 10.1016/j.compgeo.2019.103104
Rights: © 2019 Elsevier Ltd. All rights reserved.
Fulltext Permission: none
Fulltext Availability: No Fulltext
Appears in Collections:CEE Journal Articles

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